Experimental Studies on Damages to FRP Reinforce Bridges under the Effect of Limited Overload

On the basis of experimental studies on the bending resistance of FRP reinforce bridges under the effect of limited overload with high preloading amplitude values, the relationship between FRP amounts and ultimate loads is analyzed and influences of limited overload on flexural strength, deflection,...

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Bibliographic Details
Published inApplied Mechanics and Materials Vol. 361-363; pp. 1433 - 1437
Main Authors Xu, Zhan Sheng, Wang, Li Li, Li, Ming, Zhu, Fu Sheng
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 08.08.2013
Subjects
Overload
Deflection
Bearing Capacity
FRP
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Summary:On the basis of experimental studies on the bending resistance of FRP reinforce bridges under the effect of limited overload with high preloading amplitude values, the relationship between FRP amounts and ultimate loads is analyzed and influences of limited overload on flexural strength, deflection, crack width and height of bridges are fatherly studied. Thus damage effect rules of FRP reinforce bridges are concluded which provide scientific technology supports for the application of fiber reinforce plastic on bridge reinforcement.
Bibliography:Selected, peer reviewed papers from the 2013 International Conference on Civil, Architecture and Building Materials, (3rd CEABM 2013), May 24-26, 2013, Jinan, China
ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
ISBN:9783037857779
3037857773
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.361-363.1433